ETABS Tutorial 2024: Ultimate Guide to Mastering Structural Engineering Software - Boost Your Skills

In this video, you'll be challenged to conquer the basics of ETABS, a popular structural design software, in just 3 hours. This crash course is perfect for beginners with no prior knowledge of ETABS who want to learn the fundamentals of structural analysis and design. Even if you've never touched the software before, by the end of this video, you'll be well on your way to using ETABS for your own projects

[@M.Khan325]

In load definition u have applied eccentricity in x and y directions ehich i believe in incorect.. as per ACI if the seismic loads are applied in 2 orthogonal directions than the eccentricity in the centre of mass need no to be considered..

[@KSSE_Engineer]

it's not wrong, dear, please check them again.

[@M.Khan325]

Can u please recheck this clause??. I guess it is related to the effect of eccentricities which is by default considered 5 percent by etabs

[@shrikantchavan683]

Thank you Sir

[@KSSE_Engineer]

🤝

[@miqdadjauhari2777]

thank you very much! can you share us the file?

[@KSSE_Engineer]

🤝🙏

[@PeggyIphigenia]

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[@sabadolindo301]

Bom trabalho

[@KSSE_Engineer]

🤝🙏

[@NormanCleox]

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[@AntoinetteMyrtlear]

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[@husseinhamzah3979]

Really it is a useful tutorial but there is another thing you didn't change stiffness modification factors for fames

[@KSSE_Engineer]

can elaborate?

[@husseinhamzah3979]

@@KSSE_Engineer
sure for instance I effective= 0.7 I gross
for shear walls and columns

[@KSSE_Engineer]

​@@husseinhamzah3979@husseinhamzah3979, you said frame; actually, it's concrete section crack modeling.

[@husseinhamzah3979]

@@KSSE_Engineer
Sorry , I mean we should take in account the structure is semi-rigid for seismic design

[@AntoniaLorettata]

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[@jakibkhan5240]

could you give me etabs software

[@KSSE_Engineer]

Yes 👍

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